Design Method of Multiple Time-Delay Controller for Active Structural Vibration Control
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摘要: 对遭受地震激励的建筑结构主动控制中的多时滞问题进行研究.通过一种特殊的系统状态变量增广,将包含有多时滞项的系统状态方程转化为形式上不包含时滞的标准离散形式,然后采用离散最优控制方法设计时滞控制律.最后通过数值仿真验证了多时滞控制律的有效性.仿真结果显示,若对时滞不进行处理,控制系统会在很小时滞量的情况下出现发散,而该文中的时滞问题处理方法能够取得良好的控制效果,而且该方法不但能处理小时滞量问题,也能处理大时滞量问题.Abstract: Optmial control method for seismically excited building structures with multiple tmie delays is investigated. Firstly the system state equation with multiple time delays is discretized and transformed into a standard discrete form without any explicit tmie delay by a particular augmenting for state variables. Then a tmie-delay controller is designed based on this standard equation using the discrete optimal control method. Finally the effectiveness of the proposed controller is demonstrated by numerical smiulations. Smiulation results indicate that a very small tmie delaymay resultin in stability of the control system if it is not compensated in control design. Tmie delay may be compensated effectively by the proposed controller and good control effectiveness may be obtained simultaneously. Moreover, the proposed controller is available for both small and large tmie delay.
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Key words:
- building structures /
- active control /
- multiple time delays
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